Directorate Of RD PRIS And ULBS Tender

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Directorate Of RD PRIS And ULBS Tender

Works
Civil And Construction
Eprocure
Opening Date3 Jul 2024
Closing Date15 Jul 2024
Tender Amount₹ 10,76,098 
Notes
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Costs

Description

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BOQ Items

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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

13.2

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1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

46.38

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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

0.61

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :

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1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

1.12

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

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Thermo-Mechanically Treated bars of grade Fe-500D or more.

122.68

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Centering and shuttering including strutting, propping etc. and removal of form for all heights :

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Foundations, footings, bases of columns, etc. for mass concrete.

190.64

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Columns, Pillars, Piers, Abutments, Posts and Struts

11.2

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Suspended floors, roofs, landings, balconies and access platform

3.96

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Providing weep holes of size 50 mm dia with 50 mm dia PVC pipe including fitting fixing with gratings of requisite dia slope 1:20 towards drainage surface including packing with well graded stone metal filter of approved quality in the holes as per direction of the Engineer-in-charge.

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50 mm dia PVC pipe

14.3

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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).

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Dark shade pigment using ordinary cement

129.75

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Providing CC Surface drain with 1:3:6 (1 cement:3 coarse sand" 6 graded stone aggregate 40 mm nominal size) finished with cement mortar 1:4 (1 cement :4 sand) including floating coat of neat cement inside the drain and its top and exposed side including earth work in excavation an disposal of surplus earth etc.

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23 cm x 23 cm

12

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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

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110 mm diameter

4.5

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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.

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Coupler 110 mm

1

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Single tee with door 110x110x110 mm

1

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Bend 87.5° 110 mm bend

1

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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

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110 mm

3

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Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.

2

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Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:

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Channels, angles, tees and flats

206.8

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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.

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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

0.49

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Dismantling RCC work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer –in-charge.

1.99

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12 mm cement plaster of mix:

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1:4 (1 cement: 4 fine sand)

151.96

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

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40 mm thick with 20 mm nominal size stone aggregate

14.16

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

23.6

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